ID 19850
Date Of Advertisement From Mar 12, 2025 to May 01, 2025
An Equal Opportunity Employer
is requesting quotations from all qualified
DBE
sub-contractors and/or material suppliers for the following project:
Reference: 1976
Geysers Road Bridge Over Frasier Creek Replacement Project, Santa Rosa, CA
Located in Sonoma County, CA
Owner: County of Sonoma CA
Bid Date: 04/01/2025 at 02:00pm
We are requesting bids for the following trades and/or material suppliers:
Sub Trades needed, but not limited to: PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME RELATED OVERHEAD, DISPUTE RESOLUTION ADVISOR ON-SITE MEETING, HOURLY OFF-SITE DISPUTE RESOLUTION ADVISOR RELATED TASKS, DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, FLAGGING, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), PORTABLE DELINEATOR, PORTABLE SIGNAL SYSTEMS (EA), TEMPORARY BARRIER SYSTEM, PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY CRASH CUSHION TL-2, JOB SITE MANAGEMENT, STORMWATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, WATER QUALITY SAMPLING AND ANALYSIS DAY, WATER QUALITY MONITORING REPORT, WATER QUALITY ANNUAL REPORT, TEMPORARY CREEK DIVERSION SYSTEMS, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), INVASIVE SPECIES CONTROL, TEMPORARY HIGH- VISIBILITY FENCE, TEMPORARY ROCK SLOPE PROTECTION (20 LB, CLASS I, METHOD B), TEMPORARY ROCK SLOPE PROTECTION FABRIC (CLASS 8), CLEARING AND GRUBBING (LS), REMOVE TREE, ROADWAY EXCAVATION, STRUCTURE EXCAVATION (TYPED), STRUCTURE EXCAVATION (ROCK SLOPE PROTECTION), STRUCTURE BACKFILL (BRIDGE), STRUCTURE BACKFILL (RETAINING WALL), BIORETENTION SOIL MEDIA, SOIL AMENDMENT, PLANT TUBE, PLANT (GROUP H), PLANT (GROUP 0), PLANT (GROUP M), PLANT ESTABLISHMENT WORK, WOOD MULCH, FOLIAGE PROTECTOR, TEMPORARY IRRIGATION SYSTEM, ROLLED EROSION CONTROL PRODUCT (NETTING), HYDROMULCH, COMPOST SOCK, HYDROSEED, COMPOST (CY), CLASS 2 AGGREGATE BASE (CY), ASPHALT CONCRETE (TYPE A, 1/2" MAX, PG 64-16), PLACE ASPHALT CONCRETE DIKE (TYPE F), TACK COAT, REMOVE BASE AND SURFACING, TEMPORARY BRIDGE, TEMPORARY SHORING, TEMPORARY RETAINING WALL, 48" CAST-IN-DRILLED-HOLE CONCRETE PILING, 24" CAST-IN-DRILLED-HOLE CONCRETE PILING (RETAINING WALL), STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, DRAINAGE INLET, JOINT SEAL (MR 2"), BAR REINFORCING STEEL (BRIDGE), BAR REINFORCING STEEL (RETAINING WALL), BAR REINFORCING STEEL (GALVANIZED), HEADED BAR REINFORCEMENT, BRIDGE REMOVAL, 18" TEMPORARY CULVERT, 18" CORRUGATED STEEL PIPE (.079" THICK), 18" CORRUGATED STEEL PIPE (.109" THICK), GEOCOMPOSITE DRAIN, FURNISH AND INSTALL, DRAIN PIPE (HORIZONTAL, DRAIN), DRILL HOLE (HORIZONTAL DRAIN), CLASS 2 PERMEABLE MATERIAL (BLANKET), 18" ANCHOR ASSEMBLY, 36" CORRUGATED STEEL PIPE INLET (.079" THICK), 36" TEMPORARY, CORRUGATED STEEL PIPE, INLET (.079" THICK), 18" CORRUGATED STEEL, PIPE ENERGY DISSIPATOR, (.064" THICK), WELDED STEEL PIPE CASING (BRIDGE), REMOVE CULVERT (LF), GRAVEL FILTER, GABION, ROCK SLOPE PROTECTION, (300 LB, CLASS IV, METHOD, B) (CY), ROCK SLOPE PROTECTION, (20 LB, CLASS I, METHOD B), (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MISCELLANEOUS IRON AND STEEL, TEMPORARY STEEL COVER, REMOVE CATTLE GUARD, MISCELLANEOUS METAL (BRIDGE), BRIDGE DECK DRAINAGE SYSTEM, SURVEY MONUMENT (TYPE A), FENCE (BW, MP), REMOVE FENCE (TYPE BW), RECONSTRUCT FENCE, GUARD RAILING DELINEATOR, OBJECT MARKER (TYPE P), OBJECT MARKER (TYPE L-1), RELOCATE ROADSIDE SIGN, MIDWEST GUARDRAIL SYSTEM (STEEL POST), TUBULAR BICYCLE RAILING, TRANSITION RAILING (TYPE AGT), END CAP (TYPE A), END ANCHOR ASSEMBLY (TYPE SFT-M), ALTERNATIVE IN-LINE TERMINAL SYSTEM (TL-2), CALIFORNIA ST-75 BRIDGE RAIL, REMOVE GUARDRAIL, 4" THERMOPLASTIC TRAFFIC STRIPE, PAVEMENT MARKER (RETROREFLECTIVE), MOBILIZATION
ALL ITEMS CAN BE BID IN FULL OR PARTIAL QUANTITIES.
Bid documents can be viewed at or obtained from:
Plans for this project are available for review at the office of Golden State Bridge, Inc. 3701 Mallard Drive, Benicia, CA 94510 between the hours of 8:00 and 5:00 pm. If you would like the Plans and Specs emailed, please send your request to David Riccitiello at [email protected].
Please call to discuss how Golden State Bridge, Inc. can assist you in your bonding, credit, and/or insurance needs. Also, let us know if you need assistance in obtaining necessary equipment, supplies, or materials for this project.
If you are interested in submitting a subcontractor bid for this project, please fax us your quote at 925-372-8001. Should you have any questions regarding this bid, you may contact David Riccitiello at 925-372-8000.
Please be advised, Contractors and subcontractors must register with The D.I.R. (Department of Industrial Relations) in order to bid on public works projects. Registration with The D.I.R. costs $400 and covers the fiscal year (July 1 to June 30th). To verify the status of your DIR number, please visit http://www.dir.ca.gov/Public-Works/Contractors.html.
We are an Equal Opportunity Employer
GOLDEN STATE BRIDGE, INC
3701 MALLARD DRIVE
BENICIA,
CA 94510
Phone:
925-372-8000
Fax:
Email: [email protected]
David Riccitiello
Published Mar 12, 2025 on
Construction Bid Source a Trade and Focus Publication
located at http://www.constructionbidsource.com
Phone: 1-888-786-9450 Fax: 209.772.3573
This solicitation Ad will be archived 30 days after the bid date